Transmission-line tower



Junel4, 1929. P. H. THOMAS 1,715,479

I TRANSMISSION LQNE TOWER Filed Nov. 5, 1925 3 Sheets-Sheet 1 fl- 6 NS 29a. d30a,

F/g. a

WITNESSES mvl-:NTOR

June 4, 1929. l v P H, THOMAS 1,715,479

TRANSMISSION LINE TOWER Filed Nov. 5, 1925l 5 sheets-snee; 2

WITNESSES www . INVENTOR June 4, 1929. P. H, THOMAS 1,715,479

TRANSMISSION LINE TOWER F-IEIU.

INVENTOR .Patented June 4,1929.

"sidra BERCY H. THOMAs, oriirrnnivionrcnain, lnnwannsnv. L

rApplication fiiedliovember 5, 1925. serial' No'. 67,159.

`My invention relates to' the type of'structures used'in supporting high tension conductors for electric power transmissionvand more particularly to structuresusually called towers. built Vup of rigid material such as structurall steel shapes. Such' conductors necessarily traverse the open country for long distances and must be, therefore, strong and reliable, as well as of low cost. f

.In an application liled October 10th, 1925, Serial No. 61,752, entitled Improvement in transmission towers -ffor electric circuits, I.

have shown anumber' of fsteel towers for transmission lines, which are adaptedto serve under ymuch the same conditions as the towers described herein. There are many impiove.

vments and special devices described in that Vapplication which may often be used to ad#y novel details' of construction.

vantage inthe constructions describedin this application.

' The towers Ashown herein are particularly "adapted for use on uneven` ground and are vparticularly rugged in caseof accident. show also 'certain-foundations well adaptedV to-these and oth'ertowers as wellA as certain Fig. l is an Velevation looking along the line showing my tower on a site sloping across Jthe line, `the-ground vwires and longitudinal guys shown' in Fig. 3 kbeing-omitted; Fig..2 is a sectional end view looking towardl post 5 from between the posts of the sametower, only y the'r post 5 and-"af portion of the ycrossarm being shown,a'nd the insulators and conductors and ground wires oic Fig.'3 being omitted. Fig. 3 is a plan of the vtower of 'I of the tower of Figs. li and 3fand..isitalienlool1 Figs. l. andV 2,@the transverse-guys being. omitted. `Fig.y la is an.` elevation looking along'the line showing a modified forni` of the tower `oi Fig. l adapted to ground sloping across )the line.` The longitudinal guysV areV omitted. Fig, t is anelevationtalen'in the direction ofthe line ot a detail suitable vfor use with niy towers,heing a pivot jointfor connecting the -t'opof the 'post to thefcrossf arm. For the sake ot'fsimplicityzseveral of the structural elements shown in other figures are omittedin Fig. 4. Fig. 5 is a sectional elevation of the joint o--Figf taken at the section-line shown therein looking acrosstheline." pn' W.

Fig. 6 isa. detail elevation oi? one Vtype of foundation and of the bottom of the post 6 ing across the line'andfroni a point betweentheV two posts, the transverse guyshown in..-

Fig. being omitted :for elearness. diig.' 7 is an'clevation'ofFig. 6- taken ing-.along the line in the same-.direction,` as ink Fig. 1-. Fig. 8 shows in elevation an alterna*A tive ltype of foundation and `istalren looking' alongv the lineasat post inFig. l.,

F ig. 9 isan elevationof analternative con struction for' the equalizerL 13 of Fig. 1,.lo`ok ingv along the line, showing .certain details,l

the guys"l0,ll1 and l2 being omitted. Figi() is an elevation of a portionof ythe right hand omitted in Figl 11..

'In Fig. 1, I show the elevationoii aluniversal I l v tower lookingalong the dii'ectionof theline..

The tower supports `threeelectricalconductors l, 2, 3 by means of three insulator strings l, 21,31. mrflieseinsulatorstringsare hung-from a rigid crossarm. ,which intiirn .is supported by two'v posts orcOlumns, 5and G, resting on foundations 7 andS. AThis struc-V ture is secured against horizontalstresses inr andi laoff "the crossarin tl and v.to the [central plate'or equalizer 13. The guys 11and12 are tofoundations in the Yground-on,opposite sides of the tower. It maybe yconvenient @to connect these guys to the .foundations 7, and'fS` yavtransversefdirection by a system of trans- 'j' y verse guys, 9, 1 0,.1112tlieguys Q'and -lQ- being secured respectively to `extensions .14" v-9o also connectedto the plate or equalizer 13v and which 'carry the*v posts, andybut this vis not necessary-2 Infact it is. sometimes ad# vantageousto anchor these guys at pointsouta side the tower posts, as this will reduce thezup.- liftproduced by transverse windstress on the loof` tower.r The general 'contour of thegroundlevel is taken here as having a slope .of 1;,in

4.5 downward :to the left. 'l Howeven-this tower is appropriatelior use on greaterorV lesser slopes or on level ground-oronslopes in the other direction, acrossv the line. Fortliis purpose the'jnint between theltopog the-posts s and 6 andthe crossarm is made.` flexible or hinged as shown at 17, 17, to Vpermit, the cross-v4 arm-to assume the position appropriate 'to the slope of they ground. A suitable detail of construction for securing this hingedor flexible connection is shown in Figs. 4 and 5". It is here assumed that the post istran'ied of four angles arrangedon the corners of a square and held in relativeiposition by latticing. Two of these anglesare shown at 18,

`these being the two'front angles of the post 6 i for example looking Hat 1.

Vtion of theseV `an'glesfis shown in Figs.j-1O and 11, the tvvofront angles 18 as shown in Fig.

The posi- 10 being connected through the plates 19 and andthe bolt 22 and other members to `the crossarm member 26 atthe pointf17, this member 26 beingshown `also in Fig. "11.

i Similarly with the twvo othercorner angles of. thelpost Which are connected to the member 26a'at the point 17a, Fig. 11. Referring again to Figs'. 5 yand 6 it will be noted that onvr thelongi'tudinal face. 'of the post at the top is a plate 20 anden the inside asimilar plate 19-both plates' being secured by rivets 21 to the angles 18 as shown.` 'Both `plates 19 and- 20 extend above the angles 18 and vengage both sides Vof thebent plate 23. kThe bolt orv pin 22 passes through the plates 19 Vand 2O if andthe vertical portion of the bent`plate23 `and serves as the hinge for the tivo-anglesV V18 and constitutes the flexible connection calledforat 17 24 is yanjangle running between the front and back of the post, con# y necting 17 and17. 26 Aisone ofthe bottom members lofthecro'ssaim 4,these angles 24 vand`26 beingsecuredto the vbent platei23 by ihe'bitsaaea. A* auxiliary-bracing, playing no@ part the 40 The angles-27, 58 are typical hinged' connection at 1 7 andl l With changes in the relative angles the post and the -crossarm '4' with change in the ground slope, theplates 19 and 2O merely v swing aroiind'thepin or bolt 22 in the bent z plate '23 and produce no bending stresses in the postf25." -In fact it is ank essential `part of the constructionshownthat none of the majorl stresses on the tower, such,*for example, as

those due tothe conductors 1, 2, 3, shall pro- .ducebending moments inthe posts,rwliich otherwise Would be of' excessive `Weight. f

However, the longitudinal Wind A' stresses on the top ofthe cros'sarm4 due to longitudinal Wind are taken up bythe `stiffness of the posts 5'and 6 as seen" from Fig. 2.

j f It is assumed in Fig. 1 that the conductors may all be blown toal position ``deg. from thehorizontal under the most severe Wind conditions. If the conductor clearance to the tower members to be maintained is a particu.:l lar value With the horizontal crossarm position as on level ground, the extensions 14 and 15 carrying the guys 9 and 10fwill be as shown.

As the crossarm 4 takes an vinclination with the horizontal due to the slope of the ground,

however, these clearances change slightly, becoming somewhat less on the down-hillside of thetower.` This is not 'enough tobe ob-' `jectiona-ble on any such slopeas shown. Of rcourse, any desired clearance may be secured.

Th is statement about the 'change of clearance be secured as will be Well understood by those r i. skilled in the art'. r These possibilities result from the use of the equalizer lavhich maybe a plate With suitable connections tothe several guys or Vmay be. a ring or any other construction suitablefor acting as a clearinghouse or equalizer for the stresseszdue tov the"v four guys connected thereto( l 1 I prefer to shape the equalizer plate 13 in such a manner that should anenergi-zed con;

ductor. fall through -a broken insulator and slide along the guy, it Would finally lodge' .onthe plate 13, at the point 28, ferexample, *i

Fig. `9, Where the burning from an arcivould do no harm. lrThis result'is accomplished inv Fig. 9, which showsthe equalized plate 13 and the guy9,by causing the guy 9 vorthe shackle 52 connecting it, to cover the approach point 51 of the plate 13 so that'the sliding conductor here shown as 1 eannotlodgefuntil it reachesthe lowpoint 28.y

The advangesv'of .the introduction Vof the overhangs 14 and 15 on the cross arin4` for securing thetransverse guys, include the fact rthat the stresses due to the bending momenti of these guys aretaltenup bythe crossarm 4A which is a strong member Well ableto support them, 'especially since the stress on the guy works against the Weight of the conductors andtherefore, adds little or nothing` tothe resultant stresses inthe crossarm memiin bers. `Ifthe guys 9 or `10 be attached tovan intermediate pointof a post', a very material increase inthe weight of the post will result. In Fig. 1a,I show diagrammaticallyvthe use of a post of greater height underone side Vof thefcrossarm'than `that underjth'e other; this permitting a less inclination of the cross arm 4. In some-cases this method .of caring forthe slope ofthe ground'may be preferable Vtothat of FigQl.V rllhe transverse guysmay bev laid out onthe same principle as in Fig.

1. If the guys 9a and 10a areofequallength and of the same length as on levelv ground,

f. In Fig. 2, I shovvja sectional end view of vthe guys 11aL and 12a will be of unequal length.

Fig. 1 in Which similar parts are sinjiilarly y numbered. i 29 and 29l1 are-longitudinal guys "for the post. 5 V taking up longitudinal horizontal stresses and attached tothe endiof the crossarm at the top of 4the post 5, similarlyv of the posts are attached. Thiswill prevent the'pull'of the 'longitudinal guys producing anybending monientinthe posts. All the guys will, however, produce an axial pull downward on the post, which are stresses which'this post is designed to take. l

The guys 29, 29a, and 30, 30a, are not placed to pull exactly opposite but at a slight angle from the center of the crossarm. The purpose of this angularity is to secure` a certain restraint of the crossarm transversely in casel ofthe breaking a transverse guy as 9 or 10,

Fig. ll. lVhile the longitudinal guys are not intended in Fig. 3 to support .the maximum transversestress, without the aid of the transverse guys of Fig.' l, they can be made: nevertheless to support a very material proportion of the total transverse stress. By proper design, however, the transverse guys 9, A10, 11 and 12 may be omitted and all trans` Y verse stress taken by the transverse components of the pull of the longitudinal guys. In

this case unsymmetrical longitudinal pulls on the guys, as for example, incase a conductor shouldbreak will cause a certain amountV of horizontal transverse motion in thev crossduced.

arm due to the redistribution of forces. This will cause no harm, on account of the flexibility ofthe crossarm conections to the posts. It-should be stated thatthe lower end of the towers at the foundation must be so laid out that none of the contemplated.movements of the crossarm will throw niaterial-bending'momentv into the posts dueto the resistance of the ground. Suitable constructions are shown hereinafter.

I show at 53 and 54 twov overhead ground 'wires added as an additional mechanica-l safeguard and as a lprotection against lightning. As these ground wires-are attached at the tops of the posts no bending momentsare intro- Other ground wires may be added to the crossarm, preferably in theplane of the post tops'to prevent bending moment inthe posts but the `point ofyatta'chment Vof the ground wiresY may be raisedV provided the sending moments introduced.

nests are made strong enough to carry the The longitudinal. guysmay' be Vomitted and reliance placed upon the groundiwires if desired. This would be lhelpful in crossing cultivated fields. f l y The type of tower shown herein is Vadvantageous not only because of its adjustabilty to various site conditions but because ofthe small stresses.onguys and posts due toits special layout. Theusual typeef tower, as: is well' known and as described in my application above referred to, isa tall rigid struc# ture on a relatively narrow four legged base,

theV 4result being ycompression and',.upliftstresses 1n the main -legs far ineXce's'slof thef l wise. In the tower of Figs. 1 and 3, forero ample, the compression stress anduplift ony the postsis relatively very small, the latter muchrlessthan the compression stress. The stressen the longitudinal guysis much Vless standard type of tower.

nmay be noaa that Should uw iongauainal guys, -all or ,any part of thennbe'brolren,

the tower would still stand,'eXc ept underthe vmost extreme conditionson accountof the restraining force of theline conductors and the adpmmg towers.,

In Fig.A 6 I show one suitable vfoundati on forthe posts'of my tower.y This comprises a tripod 35,1 withv three legs 35i?, 35b and 3 5c fastened to a suitable bearing base 36, here` shown as'two angles 3;a and 36h in T forma- Vmagnitude ofthe stresses actually-actingon 'the tower, through Athe conductorsorotherso lthan thestressin the main legs with the l A i tien, 36b having theflange clipped at one/end r so that it may be boltedto the horizontal flange of theother. The upper ends of the three legs 35%35) and 35C are traversed byY a bolt 3 7, which carriesv the load of the post '33. I muy in` somecases add a triple brace 39 partway up the legs of the tripod to stiffenA them. In other cases'I prefer to omit` this brace as this allows alittle'more flexibility in the post and the legs are sufficiently restrained-by the earthabout them, fory the normal'ground'lineis.in theneighborhood of. the f top of the/tripod, for example, asshown at 40. The braces 39 will act asa ground shea-r plate. A hole 41 is provided in thebase angle V36bfor= attaching the transverse guy to this post base, thisguy beinglasshown inF ig. 1. By locating thisholeat the center of gravity of the foundation, any tendeneytoup'set the foundation kwill befavoided. VBy plaeinglthe leg 36a' onthe outside of the vpost-.38, a clear space is provided for the guy attachedat the point l1 tol clear theitripod.

- In Figs. Gand 7 Iliave shown*l the connection between'thegbottomV of the post38fand the tripodas including two Z bars 4t2F-and 42". Theirupper flanges are riveted -to the lower endsof the corner angles of the post 33, the .middle web rests horizontally ,under the ends lof the post, which are preferably I Y t-rued to lit accurately andthelower flanges ref p ceive `the bolt 37 and areinterlaced between the topsof the three legs, ofthe tripod. The

lower flanges and the tripod leg topsfshould i preferably be clamped close together without large spacingbloeks in which case complete lexibility `of the lower end of thel post is form o'flattieing' on the post 38, well adapted` to alight lowweight column, such as this post.

Itis adapted aswell to other ruses. l0

helattice braces as shown are alternately, onv the outside and the inside of the angles7 this. giving an intimate contact between both'braces and the angle. I may use flat bai's or angles for the bracingl as is well known in the art. y'The CHESS.

points of attachment of the braces on the sideV faces of the post 38, shown in Fig. 7, occur at points intermediate betweenrthe points of yattachment of the braces in the front and back 7 faces, shownin Fig. 6. -By this plan' the advantage is secured that the length of each corner angle between two connections in the saine face,;whicli maybe taken as acting as a coluinn, is forced by the connection of the brace .lying in the other faces to yield," not on its least radiusof .gyratiom but against the depth of a flange which greatly increases its'stifi'- Iprefer to keep the length of the braces and the panelsin the post 38 near even as pos` sible. :To accomplishthis, it iis-necessary onY account of the taper of the corner angles of thefpost, to use different angles for the vari- ,ousbraces It will usually be necessary, howi ever, to use several lengths of brace on a post onaccouiit of the. variations of post width. The post should be supplied witlithe appropriate diagonal bracing in the 'middle section and atlother sections if necessary.

` In 8, I showa dierent foundationconsistingof four angles,44f"t,44b, 44C, 44d, bolted to and forming extensions ofthe four corner angles of the post 38. These four angles are connected in pairs atlthe bottom, 44a with 44",.

vand 44c with44d, by'paii's of plates 45a, 45, and' 45C, 45d, inside and outside, bolted 4or riveted. There is no connection as shown between tl'ie two' pairsof angles and plat-es, althoughadditional connecting plates niiglitbe added if necessary,y as shown bythe plates 43 in Fig. `7. -YThe construction shown gives added flexibility inthe` plane at right angles to the' plates flexibility .beingv given .in

planesfat right angles by the bolt 49.y The,

four plates are engaged vbelow the Yleg Y angles 44, 44h, 440,44d by aspecial bolt 46 which also engages 'the `Vvertical flanges of the foundation angles 47a, 471. A spacing block 48 may be used to prevent interference of theflanges of tlie'leg angles and to' give a better bearing on the earth.

The bolt 46 hasy a heavy shoulder and eye on one end to take the transverse guy con'- nectionas shown at 49. Ipi'efer to stifi'en'the lower end. of the post by plates Q in all.

the flexibility is much greater.

the fact that they are not cross braced. On the other hand these angles should not fail by side bending on account of the .presence of thc.`

earth about` them. During.'construct-ion bc'- foi'ethe filling of earth about the foundation Figs; l() and 1lr show in some hi'i'igedmethod of connection between the crossarin 4 and the top of the post. The crossarm membersare .shown as angles, certaiii of them being given reference numerals to show the correspondenceofiparts Vbetween the figures. F or example 55,56, 57 and 58 detail .the f are angles framed into the crossarin and may beproportioned in accordance with the rules of the art. The crossarm member 26a corre-` spends to the member 26 but `is located on the other side of the crossarm.. The members 27, 27 are bracing for the post. The other reference numerals represent the same members as in the other figures. It will be seen that'the crossarm4 is at liberty over a widefiangeftoV take any angle with the post in the plane of the paper in Fie. 10, without introducing any bending moment in the fpost, while a rigid relation vis maintained between the crossarm and the' post in the plane of the paper in Fim ll. As shownthe longitudinal guys arek attache-d to and exert their stresses on Vthe strucioo Y ture at the level of the insulator attachments .l

on the center line of the crossarin and over the post,tliis condition Serving to eliminate bendiiigstiesses in the post and inthe cross Vhile I have shown `special details and forms of construction at various points in the figures I wish it understood 'that IA do not limit my invention to theseparticular features, but contemplatel theuse of'other con- Y' structions shown in this application orv my application above i'eferredto or known in: the` l.V In `an electric transmission line travers- `ing country with ground sloping transversely yof the line, the combination of a transmission tower, including a rigidA cable carrying 'cross-v arm extending across ythe line, supporting posts thereunder located on both sides ofthe r center, hinge connections between'the tops of said posts and Said crossarm', permittingrel-v ative angular motion between said crossarm and said posts in the plane of the 'tower and necessary means for aplengitnetinal 1 and transverse load stresses on said crossarm,

Y foundations under vsaid postslocated at unnections between the tops of"said posts and said crossai'in, permitting relative angular motion between said crossarin and said posts z in the plane ofthe tower and necessary means for taking up llongitudinal andtransver'se load stresses on` said crossarm, foundations under said posts located at unequal elevations, 'said' posts spzanding substantially Avertical. y

3. In an electricl transmission line travers'- ing country witliground sloping-transversely of the line, the'icombinationf.ot a' transmission tower, including a lrigidcabvl'e carrying crossarnrextending across the line,Y-Supporting posts thereunder Vlocated on both vsides of the-center, hinge connections between the Vtops ofsaid postsand said crossarm, permitting relative angular motionl between saidy `crossarin and .said posts-in the plane of the tower and'necessary meansfor taking up longitudinal and transverse load stresses 'on said crossarin, 'foundations'under said posts f located at` unequalr elevations,1the interior angle between the post'and the crossarin in l Y the plane of the tower being less on theuphill side than' on the downhill side. s i

4. In an electric transmission line traversing countrywith ground ysloping transversely of theline, the combination of a transmission tower, including a rigid cable carrying crossai'm extendinglacross the line, 4similar supporting posts thereunder located on vboth -sides of the center, hinge connections be tween the tops of said posts and said crossarm, permitting relative angular motion between said crossarm and said posts inV the plane of the tower and foundations under'- said posts located atk unequal elevations7 crossed transverse guys connected tov said foundations for taking up 'transverse load stresses, the guy connected toA the lower post foundation beingthe longer of the crossed guys 5. ln an electric transmission line traversing country with ground sloping transversely of the line, the combination of a transmission tower, including` arigid cable carrying ciossarm extending, across the line, similar supporting posts thereunder located on both sides of the cent-er, hinge connections between the tops of said posts and said crossarm, permitting relative angular motion between said crossarm-and said posts in the plane of the tower andfoundations under said posts lothe'v crossediguys.' y l,6. ln'an electric transmission line'travers-` ingcou'ntry with groundslopingtransversely of the line, thefcombination of a transmission tower, including; a rigid cable carrying crossarm extend-ing 'across the line,psup`po`rt cated at unequal elevations, crossed .transverse guys symmetricallylocated ywithr reference vto 'said foundations for taking up transverse lnadfstresses, the' guyV connected.tof the v i y 5 lower4` post' yfoundationy being the longer of.,

ing'posts'thereunder located on both sides of --thecenter,hinge connectionsbetween the'tops of said posts and'l said crossarin,,permitting` relative angular, motion between' said'fcro'ssarm' and said 4posts in the plane'of the tower and necessary means" for taking` uplongitudinal'and4 transverse load stresses on'sa'id crossarni, foundations underA said posts flocated at' unequal elevations, the interior a`ngle vbetween the. post vand the slope of fthe ground in the plane ofthe tower being less:

on the down hill side,y

7. In an electric transmission line; traversl ing country .with ground slopingtransverse- 1y of the`line,'the combination of a transmis-v sionY tower, including a rigidc'able: carrying `crossarm Vextending across the line, ,supporting 'posts Y thereunder located on `both,` sides ofthe center, hinge connections between theA top'sofsaid posts and said crossarm, permiti ging' relative angular motion between said tower and necessary means for taking up, longiti'idinal and transverse load vstresses on said,

crossarm, foundations vunder said'f'posts located at unequal elevations, said posts being displaced in` a vertical plane from the symmetrihill direction.

cal position normal on levelgroundin annpi' i i* .Lio5

j 8.` In an electric transmission line travers` ing gcountyry, with ground sloping transversefly of the line, theco'inbinationof a transmissioiitower,.including a rigid cable carrying crossarin extendingacross the line, supporting posts thereunderlocated on both sides of the center, hinge connections between the tops of said posts' and said crossarin, permitting relative angular motion ybetween said crossarm and said posts in the plane of the i crossarin and saidposts yin.theplane of ,the

tower and necessary means for'taking up lonf gitudinal and transverse load stresses on said crossarm, foundations under said posts located at unequal elevations, the interior angle between thegpost and .the slope ofthe Vground vin the plane of the towerbeing greater on the uphill vside.`

9. VrIn* an electric transmission line traversing count-ry with ground sloping transversely of the line, the combination of a transmistops of said posts and said crossarm, permitsion tower, including a rigid cablecarryi ing vcrossarm extending across the line, sup-v porting posts there'nnderlo'cated on bothsid'es ofthe center, hinge connectionsbetweenthe gitudinal and transverse load stresses onV said crossarm, foundations under saidv yposts lopost,r being inclined inthe vertical ting relative( angular motion betweeny said cros'sari'n and said posts in the planeof the tower andn'ecessary means for taking up lontheu'phill side ofthe vertical. 'l

'l0'. In an electric transmission line traversingcountrywith ground slopingtiaiisversely K n arm, permitting relative angular motion betweensaid c-i'ossarm and said posts in the planef'of'tliefftower and foundations under saidI lpost loca-ted;at unequal elevations,

lof the line, thecombination ofatransmission .toweiggincludingfa rigid eablecarrying crossai'in extending across the'line, supporting posts thereunder located on both vsides of theeenter, hinge connections between the tops `otsaid posts and said crossarm, permitting vrelative angularmotion between `said cross- -garmand said posts in the plane of theitower and'necessary means for-taking up longitudinaland transverseload stresses onsaid crossarm, foundations under said posts located at LG i 'unequal elevations, the interior angle'between the post and the crossarm in the plane of the toi'verbeingless on the uphill sidethan on vthe'dovvnhill side by an amount dependent Vupon the slope of the ground@ ll.4 In an electric transmission line travericountry with ground sloping transverseklyV of the line, the combination'of aV transmission tower, including a rigid ycable carrying v crossarm extending'across the line, support- Y 4ling posts thereunder located on both sides vof the center, hinge connections between the tops of said posts andy said crossarimpermitting relative angular motion betweenflsa'id ycrossarm andsaidposts "in the-plane of the towerfaiidfnecessary means for taking up ip .longitudinal and transverse load stresses on g said cros'sarm, foundations under said posts located ati unequal elevations, the interior any gle betweenthe post and the ground slope i' p the plane ofthe tower being less on `thedownl '12.' In' an electric transmission linetraversing, country with ground sloping trans-l vvers'ely` of the line, the-combination ora transmission tower, lincludinga rigid cable carrying crossarrnextending acrossthe line, sup- Vporting*posts thereunder located on' both w sides of the centenhinge connections be-` tween the topsof said'posts and said'cro'ss-` crossedv transverse guys connected" to' said foundations for taking up transverse load stresses, an `equalizer atthe point yof crossing of said guys, moving this crossing pointuphill, whereby normal Vclearances tothe conductors from the guys is maintained.

` 13. In an electric transmission line traversin country with ground sloping transversely of the line, the combination 'of a transmission tower, including a rigid cable carrying crossarin'exte'nding across the line, supportingr posts thereunder located on both sides v.ofthe center, hinge `connections between the topsy of said posts and said crossarin, permitting relative angular motion between said crossarin and said posts 'in the plane of the tower and foundations underl said Vposts Vlocated .at unequal elevations, crossed transversev guys connected to said foundations for taking up transverse load stresses, an equalizer at the point of crossing ofsaid, guys, the portions of the guys above theequalizer being symmetrical with regard to the crossarm and those below the equalizer iinsymmetrical.

Signed at NewYork in the countyof Newv York and State of NewV York thisBOth day of October, A. D. 1925.

, i l PERCY THOMAS.y 

